Unique ID: (from PFRA database) Location: Tralee, Co. Kerry. Stage 1: Desktop Review

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Horatio Gordon
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1 Location: Tralee, Co. Kerry Unique ID: (from PFRA database) Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: Northing: River / Catchment / Sub-catchment Lee River & Big River/ North Kerry Tralee Bay Type of Flooding / Flood Risk (identify all that apply) Fluvial non-tidal Fluvial tidal Coastal Stage 1: Desktop Review 1.1 Flood History (include review of Floodmaps.ie) River Flow Path The Big River Corridor and its tributary, which comes from the northeast environs runs to the town centre. There are also a number of smaller tributaries of the River Lee, which flow broadly north into the Lee. The Lee itself flows west along the southern edge of the town, before entering an extensive tidal to the west. There is a canal running from the town centre to Blennerville. Flood Records There are 14 flood event records 7 of which are recurring and 7 are singular flood events. The recurring flood events are primarily in the centre of the town in proximity to the Mall area. There are also recurring flood events along the N86 south of the Tralee. There are a number of detailed reports including maps dated from 1973 to The most recent flood records are from 2008, 2009 and 2011: Caherweesheen TD, Ballyard, Tralee The source of the flood waters was general surface water run-off during exceptionally heavy rainfall and overflowing of river banks (hindered in part by inadequate pipe / culvert capacity along a section of stream). One house flooded with three at risk & Farm buildings flooded L 6516 flooded and was impassable 2009 Floods - Curragraigue TD, Blennerville, Tralee The source of the flood waters was general surface water run-off during exceptionally heavy rainfall (and the cause was an inadequate pipe / culvert capacity). Local GAA Clubhouse flooded to depth of 300mm 2011 Floods - Kearney s Road (L 6513) Blennerville The source of the flood waters was a tidal flooding in the River Lee estuary, Tralee Basin. Road 200m of L6513 was flooded during high tide period Flood Risk Review Report UoM 23 Tralee V0_A 1

2 1.2 Relevant information on flooding issues from OPW and LA staff PFRA database comments (in italics): OPW comments Town drainage scheme still significant risk due to diversion channel size and later development LA comments Big River ( Worse Case) Meeting / discussion summary comments: OPW comments Long history of flooding and scheme constructed in 1980s. The OPW provided a Paper on Tralee Flood Defence Scheme. Flooding from the Big River and Lee River. Numerous bridge crossings and a river diversion. Lots of information on floodmaps.ie. Complex flooding problem. LA comments Concern expressed that possibly, the river diversion from the Big River to the River Lee has meant that there is now less capacity in the River Lee, and hence there is possibly an increased flood risk on the east and south side of Tralee. 1.4 PFRA Data PFRA hazard mapping PFRA mapping available in GIS layer: Yes No PFRA mapping included on FRR map: Yes No Summary of Principal Receptors Type Primary Post Primary Fire Garda Civil OPW (LV) OPW (MV) Nursing Hospital Health Centre Exchange Arch LW Arch RW Arch NW Total FRI score (if available) Flood Risk Review Report UoM 23 Tralee V0_A 2

3 1.7 Stage 1 Evaluation Aspect Clearly APSR Uncertain Flood History (1.1) X OPW / LA Information (1.2) PFRA Evaluation (1.4) Overall Desktop Evaluation (if any above aspect is uncertain then overall designation is uncertain) X X X 1.8 Proposed level of assessment for Stage 2 site visits Level A Site Visit Level B Site Visit X Flood Risk Review Report UoM 23 Tralee V0_A 3

4 Stage 2: Site Inspection Date and Time of Inspection Names of inspection team (including OPW/LA staff if present) Level B Assessment Date: 25/05/2011 Time: 16:00 Iain Blackwell Kelly Kasperczyk 2.3 Local knowledge - on-site comments (OPW, LA and any info volunteered by local residents during visit) Bateman s Green Resident (d/s of the Big River diversion) No known issues of flooding at this location (bridge crossing of the Big River at Chesnut Drive, east of the N69 (Oakpark Road)). The road into Bateman s Green (right bank) was partially collapsing at one stage and residents arranged for some remedial works rock bank protection is now in place on the right bank (approx 10m in length). Fly tipping is a problem at the river banks. 2.4 Comments on hydraulic constrictions (bridges, etc.) and conveyance routes Single arch bridge of the Big River east of Killeen and the Oakpark Road (N69): Both banks are heavily vegetated. Fly tipping at u/s of single arch bridge at Bateman s Green: Both banks are heavily vegetated. The R551 bridge north of Ashe Street has a rope extending from the right to left bank this is catching debris. This is a single arch bridge. Single arch bridge of a tributary of the Lee (Hillard s Bridge) on Kearney s Road (L6513) south west of the town. The road at this location is known to flood. U/s of the Lee adjacent to the AquaDome, the Lee is first crossed by a single span rail bridge, then by a single span bridge (Ballyard Road). Low box bridges on a tributary of the Lee, west of the town along the N21. The outfall of the Big River diversion (high flows) is recorded to be u/s of these crossings. This was not identified during the site visit (no access possible). 2.6 Defence Assets Formal and Informal Flood Defence Assets (include effective and ineffective assets to inform asset survey and potential mitigation measures) Open Channel Watercourses Man-made river channel Flood relief channel Canal Mill leat Drainage channels / back drains Bridges and Culvert crossings Single Arch bridge Multi-Arch bridge Single Span bridge Multi-Span bridge Box culvert(s) Pipe culvert(s) Arch Culvert(s) Culverted Watercourses (culvert length is greater than just a crossing) Box culvert(s) Pipe culvert(s) Arch Culvert(s) Irregular Culvert(s) Walls and Embankments Embankment(s) Raised wall(s) Retaining wall(s) Control Structures weirs, gates, dams Fixed crest weir Adjustable weir Dam / Barrage Sluice gates Lock gates Radial gates Flood Risk Review Report UoM 23 Tralee V0_A 4

Storage On-line storage (natural) On-line storage (artificial) Off-line storage Outfalls Flapped outfall(s) into watercourse Unflapped outfall(s) into watercourse i.e. from smaller watercourses, drains etc.

/ estuary / sea Tidal flap(s) Tidal sluice(s) i.e. from main watercourse into estuary / sea Other Pumping Station Erosion Protection Sand Dunes Additional notes (if required): A

5 Storage On-line storage (natural) On-line storage (artificial) Off-line storage Outfalls Flapped outfall(s) into watercourse Unflapped outfall(s) into watercourse i.e. from smaller watercourses, drains etc. into river / estuary / sea Tidal flap(s) Tidal sluice(s) i.e. from main watercourse into estuary / sea Other Pumping Station Erosion Protection Sand Dunes Additional notes (if required): A control structure is in place u/s of the town to divert high flows from the Big River through a culvert southeast of the town, through Ratass and towards a tributary of the Lee. This structure could not be accessed during the site visit (locked access gate), but is conveyed in the images below. Flood Risk Review Report UoM 23 Tralee V0_A 5

6 2.8 Initial Potential Mitigation Measures Non-structural measures Structural measures Planning and Development control Sustainable Urban Drainage Systems Flood forecasting / warning Change in Operating Procedures for water level control: Public awareness campaign Individual property protection Land use management Strategic development management for floodplain development: (integration of measures into strategic development proposals) Storage: On-line Off-line Flow diversion: Flood relief channel Flood relief culvert Increase conveyance: Bridge works Channel works Floodplain Flood defences: Walls Embankments Localised works: Defence raising In-fill gaps Trash screen Maintenance works: Culvert / channel clearance Asset maintenance Relocation of properties: Improve existing defences: (describe) Other (describe): Outcomes Recommended Designation Summary Comments (if required) APSR not an APSR IRR Tralee is complex hydraulically, with a diversion from the Big River to the Lee River, as well as tidal influences on the Lee River. There are also significant culverted sections through the centre of the town. Flood Risk Review Report UoM 23 Tralee V0_A 6

7 Photo 1: Crossing of the River Lee west of Tralee centre Photo 2: West of Tralee looking u/s on the River Lee Photo 3: Looking u/s on the river diversion east of Tralee Photo 4: Crossing of the Big River NE of Tralee looking d/s Flood Risk Review Report UoM 23 Tralee V0_A 7

8 Photo 5: Looking u/s of the Big River in the northern centre of Tralee Photo 6: Looking d/s on the River Lee south of Tralee, property at same level as river bank Flood Risk Review Report UoM 23 Tralee V0_A 8

81000 81500 82000 82500 83000 83500 84000 84500 85000 85500 86000 86500 87000 87500 88000 Tralee 116000 116500 117000 117500 80500 Legend 115500 APSR Boundary for CARs only Rail Network Roads

Rail Stations Special Protection Area Residential Care for the Elderly Proposed National Heritage Area EPA River Network UNESCO Sites Nursing Homes Special Area for Conservation Schools National

1% AEP Flood Extent (1 in 100 chance in any given year) 113000 Hospitals Fire Stations 0.

9 Tralee Legend APSR Boundary for CARs only Rail Network Roads (National Roads Authority) Airport Land Historic Flooding Incidents Water bodies mapped from RADARSAT-2 * Hydrometric Gauging Stations Historic Flood Data Architectural Heritage Rail Stations Special Protection Area Residential Care for the Elderly Proposed National Heritage Area EPA River Network UNESCO Sites Nursing Homes Special Area for Conservation Schools National Heritage Area Ports and Harbours OPW Buildings OPW Embankments Benefiting Lands Flood Extents (PFRA, 2010) 10% AEP Flood Extent (1 in 10 chance in any given year) Health Centres Garda Stations 1% AEP Flood Extent (1 in 100 chance in any given year) Hospitals Fire Stations 0.1% AEP Flood Extent (1 in 1000 chance in any given year) Civil Defence Head Quarters Airports * Data Source - Service Régional de Traitement d Image et de Télédétection (SERTIT) (acquired on the 5th of December 2009) Client The PFRA Flood Extents shown are indicative. They have been developed using simple and cost-effective methods that are suitable for the PFRA. They should not be used for local decision-making or any other purpose without verification. Project Shannon CFRAM Study Flood Risk Review Map Title Tralee Job No. FINAL Scale A3 Drawing Status Figure No. CAR 56 AD/SF Drawn Km Includes Ordnance Survey Ireland data reproduced under OSi Licence number EN Unauthorised reproduction infringes Ordnance Survey Ireland and Government of Ireland copyright, Ordnance Survey Ireland, Copyright reserved Jacobs UK Ltd 95 Bothwell Street, Glasgow, G2 7HX Revision Checked JC Review KK/JM Jun 27, 2011 Approved IB/PS

Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: Northing: Fluvial non-tidal Fluvial tidal Coastal

Location: Athlone, Co. Westmeath (including townland in Roscommon) Unique ID: 260448 (from PFRA database) Initial OPW Designation APSR AFRR IRR Co-ordinates Easting: 205000 Northing: 239999 River / Catchment